A filtration tank intended to be buried and for containing wastewater in particular, the tank (100) comprising a casing (110) having an upper part (200) and a lower part (300), the tank being provided with voussoirs (610, 610′) for reinforcing the structure of the casing (110) so that it can withstand the pressure exerted by the surrounding material when the tank (100) is buried and is not completely filled. The voussoirs (610, 610′) bearing against the upper part (200) and in that the tank (100) incorporates means (650d, 670) for absorbing the supporting forces of the voussoirs (610, 610′) so as to transfer said forces onto the bottom (310) of said tank. A tank is thus obtained which withstands being buried without deforming even though it may be only partially filled.
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1. A tank (100) configured to contain a liquid, the tank (100) comprising: a casing (110) having an upper part (200) and a lower part (300), the tank being provided internally with a means for reinforcing a structure of the casing (110) so that it can withstand a pressure exerted by a surrounding material when the tank (100) is buried and is not completely filled, characterised in that the reinforcing means (600, 600′) comprises voussoirs (610, 610′) bearing against the upper part (200) and in that the tank (100) incorporates bars (650d) for absorbing supporting forces of the voussoirs (610, 610′) so as to transfer said supporting forces onto a bottom (310) of said tank wherein the tank (100) further includes a gap (I) which separates the upper part (200) and the lower part (300), the reinforcing means (600) further comprising wedges (630), the voussoirs (610) and the wedges (630) being provided respectively with lugs (613, 633) which are inserted in the gap (I), at least some of the voussoirs (610) and wedges (630) being connected via connecting bars (650a, 650c).
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This is a National Stage of International Application No. PCT/EP2008/066922.
The present invention relates to a tank intended to be buried and for containing wastewater in particular.
The intended applications concern the fields of construction and public works, agriculture and industry.
A tank for such an application is often made from polyester or medium-density polyethylene (MDPE). Such a tank does not effectively withstand being buried since it can deform due to a lack of rigidity if it is buried when it is not completely filled.
The object of the invention is therefore to propose a tank which withstands the pressure that the material surrounding the tank may exert once the latter has been buried.
To this end, there is proposed a tank intended to be buried and for containing wastewater in particular, the tank comprising a casing having an upper part and a lower part, the tank being provided internally with a means for reinforcing the structure of the casing so that it can withstand the pressure exerted by the surrounding material when the tank is buried and is not completely filled; according to the invention, the reinforcing means comprises voussoirs bearing against the upper part and the tank incorporates means for absorbing the supporting forces of the voussoirs so as to transfer said forces onto the bottom of said tank.
A tank is thus obtained which withstands being buried without deforming even though it may be only partially filled.
According to an additional feature of the invention, each voussoir comprises a wall in the shape of an arch portion capable of mating internally with a rounded wall of the upper part, and the means for absorbing the forces consist of bars and tubes.
The bars and tubes transfer the forces to the bottom of the tank.
According to an additional feature of the invention, a gap separates the upper part and the lower part, and the reinforcing means comprises wedges, the voussoirs and the wedges being provided respectively with lugs which are inserted in the gap, at least some of the voussoirs and wedges being connected via connecting bars.
The voussoirs are secured to the casing and reinforce the upper part. The wedges are secured to the casing and reinforce the sides of the tank. The connecting bars transfer the forces which are applied externally to the casing by the surrounding material to other voussoirs and other wedges when the tank is buried.
According to an additional feature of the invention, the tank comprises in its bottom a permeable floor intended to support a means for filtering the liquid that may be introduced into said tank, the floor being connected to the voussoirs and to the wedges via connecting bars.
The floor absorbs the forces having a vertical component which are transmitted by the voussoirs and the wedges, so as to avoid any weakening of the tank when it is buried.
According to an additional feature of the invention, the floor is composed of a plurality of elements placed in a juxtaposed manner on the bottom and separate therefrom.
These floor elements allow the liquid filtered through the filtration means to flow towards the bottom of the tank.
According to an additional feature of the invention, the floor comprises two end elements placed one on each side of at least one intermediate element, the end element being provided with a boss in which there is formed a housing for receiving the end of a connecting bar, the intermediate element being provided respectively with two bosses in which there are formed two housings for receiving the ends of two connecting bars.
Each floor element withstands part of the load transferred either by voussoirs or by a wedge.
According to an additional feature of the invention, the wall in the shape of an arch portion is surmounted by a wall in the shape of a plate, the large length of which is arranged perpendicular to the median plane of the wall so as to support locally the rim of an access opening of the tank, the wall in the shape of an arch portion being prolonged, opposite the plate and in its dorsal part, by a lug able to be inserted in the gap provided between the upper part and the lower part of the casing, a first housing being formed in the wall, through its inner face, facing horizontally, so as to receive an end of a connecting bar, a second housing being formed in the wall, through its inner face, facing downwards, so as to receive an end of another connecting bar.
According to an additional feature of the invention, each wedge consists of a block delimited on one side by two lateral facets and one bottom facet which is intended to face downwards, and delimited on the other side by a lug able to be inserted in the gap provided between the upper part and the lower part of the casing, two housings being formed respectively in the two lateral facets so as to receive an end of a connecting bar, a third housing being formed in the bottom facet so as to receive an end of a third connecting bar.
According to an additional feature of the invention, the housings formed in the floor element and the second housing formed in the voussoir are connected respectively to vents which open outwards, the corresponding connecting bars being hollow so that the part located below the floor can be ventilated.
According to an additional feature of the invention, the housing formed in the floor element is connected to a vent which opens outwards, the connecting bar between the floor element and the wedge and the connecting bars between the wedge and the voussoir are hollow, and the housings formed in the wedge open outwards.
According to an additional feature of the invention, bridges are formed locally in the gap between the upper part and the lower part so as to reinforce the connection thereof and to laterally wedge the voussoirs and the wedges.
According to an additional feature of the invention, the tank is provided with an external peripheral belt intended to form a rigid connecting structure between the two parts.
According to an additional feature of the invention, the upper part, the lower part and the belt consist of one and the same continuous wall.
According to an additional feature of the invention, the belt is composed of a first semicircular loop which prolongs the wall of the upper part, a short straight portion which is prolonged by a second, larger semicircular loop, a straight portion, another semicircular loop, another short straight portion which is prolonged by a fourth semicircular loop which is connected to the wall of the lower part, the first loop and the fourth loop being separate so as to form the gap between the two parts.
This structure makes it possible to form a means for wedging the voussoirs and the wedges.
According to an additional feature of the invention, the reinforcing means comprises posts secured by their ends in housings respectively formed in the upper wall of the tank and in its bottom.
When the tank is lifted by its upper wall, the posts work in traction to join the upper wall and the bottom of the tank. When the tank is buried, the posts work in compression so that the tank can withstand the load of the surrounding material on its upper wall. This load is transferred by the posts to the bottom of the tank.
According to an additional feature of the invention, the reinforcing means comprises a beam secured to two opposite sides of the tank.
This beam provides increased resistance to weakening of the tank in its central part.
According to an additional feature of the invention, a plate protrudes downwards so as to be able to bear against the bottom of the tank in order to reinforce the structure thereof and to delimit two compartments in which two volumes of the filtration means can be placed, posts protrude from the beam in a direction opposite to the plate and the free ends of which are fixed to the upper wall so that the beam can join the upper wall and the bottom of the tank in order to make the latter more rigid.
According to an additional feature of the invention, each voussoir comprises two rectilinear profiles butted against the wall in the shape of an arch portion.
The voussoir laterally supports the upper wall of the tank. It is intended to be combined with a tank of relatively large capacity.
According to an additional feature of the invention, the tank is provided with an outlet orifice intended for evacuating the treated effluent to an authorised outfall.
This tank is suitable in particular for irrigating the ground with the aid of drains.
According to an additional feature of the invention, the bottom is perforated by a plurality of passages so as to enable the effluent to infiltrate, by gravity, the ground on which the tank rests.
This tank is suitable for infiltrating the ground directly with the filtered effluent, when the ground so permits, and according to the legislation in force.
According to an additional feature of the invention, the bottom consists of a component attached to the tank.
Depending on whether the bottom is or is not perforated, it is possible to construct a remote discharge tank or a tank providing direct infiltration of the ground.
According to an additional feature of the invention, the casing is made by a rotational moulding method.
According to an additional feature of the invention, the floor elements, the voussoirs, the wedges and the connecting bars are made by a rotational moulding method.
According to an additional feature of the invention, the rotational moulding method uses a starting material capable of forming a polyethylene foam.
The abovementioned features of the invention, as well as others, will become more clearly apparent upon reading the following description of an example of embodiment, said description being given with reference to the appended figures, in which:
The tank 100 shown in
This tank is intended to be buried so that it can be concealed and to facilitate the collection of wastewater by gravity. Only an access to the tank for the purpose of maintenance on the latter is visible once the tank has been buried.
The tank 100 thus makes it possible to collect the effluent and to treat it so that it can exit through an outlet orifice to which there is connected a pipe for transferring it for example to a spreading drain.
The casing 110 thus comprises an upper part 200 and a lower part 300 which are joined by a peripheral belt 400 located at the half-way height of the tank and intended to form a rigid connecting structure between the two parts.
The upper part 200 is composed of an upper wall 202 which is prolonged at its periphery and in the downward direction by rounded walls 204 which connect to the belt 400. An access opening 206 for access to the interior of the tank is formed in the upper wall 202. This opening 206 is able to be closed by a cover 210.
The lower part 300 is composed of a bottom 310 of parallelepiped appearance which is surmounted at its periphery by rounded walls 304 which connect to the belt 400. Beads 220 are formed in a hollowed-out manner or in relief in the wall of the upper part 200 and of the lower part 300 so as to increase the rigidity of the structure of the casing 110 of the tank 100.
In the detail view in
In
This wastewater can enter the tank through an inlet orifice 230 located in the top part of the upper part 200 and can exit, after having passed through the filter, through an outlet orifice 330 located in the bottom 310 so as to be evacuated through a pipe to an authorised outfall.
The weight-bearing part of this floor 500 which is intended to support the filter is permeable and it is placed above the outlet orifice 330 so that the water filtered through this filter can flow through the floor and can exit from the tank through the outlet orifice 330.
The floor 500 consists of a plurality of elements 510 and 530 which rest on the bottom wall 312 and also on a peripheral edge 318 which joins the bottom 310 to the lower part 300, these elements being placed in a juxtaposed manner but without being joined.
The central part of the floor 500 forms a pit for capturing the filtered water that can flow between gaps that exist between two neighbouring elements 510, 530.
In the view of the floor 500 shown in
In
In
In
The reinforcing means 600 is designed to be secured on the one hand to the floor 500 and to be secured on the other hand to the upper part and the lower part in order to make the structure of the casing more rigid so that it can withstand the pressure exerted by the surrounding material when the tank is buried and is not filled or is filled only a little.
The reinforcing means 600 is composed of voussoirs 610, wedges 630 and connecting bars 650 placed between these elements or between these elements and the floor 500.
The voussoirs 610 are intended to bear against rounded walls 204 and to be secured in the gaps I which exist between the upper part 200 and the lower part 300 so as to absorb and transfer the forces likely to be exerted externally on the upper part 200 and on the belt 400 of the casing 110 of the tank 100.
In
A first housing 614 is formed in the wall 611, through its inner face, facing horizontally in
In
In
In
The wedges 630 are intended to be secured in the gaps I that exist between the upper part 200 and the lower part 300 so as to absorb and transfer the forces likely to be exerted on the upper part 200 and the belt 400 of the casing 110 of the tank 100.
In
The two side facets 631a and 631b form between them an angle of approximately 90°. Two housings 634a, 634b are formed respectively in two lateral facets 631a and 631b so as to receive an end of a connecting bar capable of securing the wedge to two obliquely arranged voussoirs. In
In
In
In
It will be noted that, in
In
In
In one variant embodiment, the ventilation of the part located below the floor is also carried out through connecting bars supporting the wedges and through connecting bars connecting the wedges to the voussoirs. In
In
In
The elements constituting the floor 500 and the reinforcing means 600 are introduced into the tank through the access opening 206. In a first phase, the floor 500 is constructed by arranging the elements 510 and 530 side by side on the bottom wall 312.
In a second phase, the voussoirs 610 and the wedges 630 are put in place so that the lugs 613 and 633 are introduced into the gap I and between two bridges P so as to wedge them laterally. The connecting bars 650 are fixed between the floor elements 510, 530 and the voussoirs 610 and the wedges 630, between the voussoirs 610, and between the wedges 630 and the voussoirs 610. In order to house the ends of some bars, this operation may be assisted by using rams to provisionally move apart the walls of the casing 110.
In a third phase, securing by bolting takes place of the elements 510, 530 to the bottom 310, the lugs 613, 633 held in the gap I between bridges P, and the plates 612 of the voussoirs 610 at the periphery of the access opening 206.
The tank of the invention does not deform once it has been buried when it is not filled or is incompletely filled.
The reinforcing means 600 behaves as a shoring internal to the tank in order to reinforce the structure thereof so that it withstands a pressure likely to be applied externally thereto.
It also prevents the casing 110 from weakening under the load.
The belt 400 protects the casing 110 at the join between its upper part 200 and its lower part 300. It also reinforces the structure of the casing.
The constituents of the tank 100, of the floor 500 and of the reinforcing means 600 are advantageously made from polyethylene by a rotational moulding method which makes it possible to obtain hollow parts of relatively large dimensions. The tank 100, that is to say the upper part 200, the lower part 300 and the belt 400, are made in a single piece, this being the only valid solution for obtaining a perfectly leaktight tank.
The elements 510 and 530 of the floor 500 can be manufactured by the rotational moulding method by using a starting material capable of forming a polyethylene foam in order to increase their rigidity.
The tank of the invention can be delivered ready for use.
In a variant embodiment shown in
In
A filtration grille may cover the bottom of this pit or the bottom of the tank in order to prevent the filtration means from leaving the tank.
In
The reinforcing means 600′ also comprises voussoirs 610′ having a structure different from that of the first embodiment of the tank, which voussoirs support its upper part 200 by being embedded partially in reinforcements of this upper part 200 and by bearing on the one hand against the rim of the access opening 206 and on the other hand, at the level of the belt 400 and by their other edge, on tubes 670. The lower ends of these tubes bear against the bottom 310 of the tank 100. Each voussoir 610′ comprises a wall 611 in the shape of an arch portion capable of mating internally with a rounded wall of the upper part. It also has no lug. The combination of each voussoir and its corresponding tube reinforces the end structures of the tank.
In
In a variant embodiment shown in
In
In
The beam may also support a tilting trough (not shown) capable of alternately pouring a constant quantity of effluent into one or the other compartment.
Returning to
It will be noted in
The reinforcing means 600′ of this variant embodiment of the infiltration tank may in one embodiment (not shown) be used on the tank provided with an outlet orifice, and vice versa.
The use of the two types of tanks of the invention refers to a use buried in the ground. Where appropriate, they may be used by being placed on the ground for specific applications.
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Jun 07 2010 | JUHERE, YANNICK | Maya Group | ASSIGNMENT OF ASSIGNORS INTEREST SEE DOCUMENT FOR DETAILS | 024536 | /0321 |
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